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RISSteel Columns Subjected to Thermal Gradients from Fire Loading: Experimental Evaluation
Publisher: American Society of Civil Engineers
Abstract: This paper presents the behavior of axially loaded steel columns subjected to thermal gradients through their cross sections. Experimental tests were conducted on full-scale wide-flange steel columns with
Steel Columns Subjected to Thermal Gradients from Fire Loading: Experimental Evaluation
Publisher: American Society of Civil Engineers
Abstract: This paper presents the behavior of axially loaded steel columns subjected to thermal gradients through their cross sections. Experimental tests were conducted on full-scale wide-flange steel columns with W8×35 and W14×53 ...
Section Characterization of Wide-Flange Steel Sections Subjected to Combined Thermal and Mechanical Loading
Publisher: American Society of Civil Engineers
Abstract: The NIST Building and Fire Research Laboratory developed 29 recommendations for research based on the findings from the investigation of the World Trade Center (WTC). This paper discusses the results of a collaborative ...
Fundamental Behavior of Steel Beam-Columns and Columns under Fire Loading: Experimental Evaluation
Publisher: American Society of Civil Engineers
Abstract: This paper presents the results of experimental investigations conducted to determine the fundamental behavior of steel members under fire loading. A total of eleven full-scale steel members were tested under combined ...
Behavior and Limit States of Long-Span Composite Floor Beams with Simple Shear Connections Subject to Compartment Fires: Experimental Evaluation
Publisher: ASCE
Abstract: This paper presents the results of compartment fire experiments on four 12.8-m-long composite floor beams with various end support conditions. Specimens were constructed as partially composite beams, consisting of W18×35 ...